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� , �F 0 R T E� MEMBER REPORT LowerLevel, Wdwhdrat6umpout PASSED <br /> 2 piece(s) 13/4"x 11 7/8" 1.55E TimberStrand0 LSL <br /> Overall Length:12'6" <br /> + + <br /> a o <br /> �' �r �; <br /> � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> 0,�8St11t5 Az6nl��o�ttlo� 11Nowed �; it�iult,: .Lllf IoW:x;�l�bi[(p�lpn�) v SY�:Wall <br /> Member Reaction(Ibs) 3482 @ 1 1/2" 7613(3.00") Passed(46%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header <br /> Shear(Ibs) 1906 @ 1'2 7/8" 8590 Passed(22%) 1.00 1.0 D+1.0 L(All Spans) suiwinq use:Residemla� <br /> Moment(Ft-Ibs) 7137 @ 6'3" 15953 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) eu�aing code:tsC <br /> Live Load Defl.(in) 0.155 @ 6'3" 0.408 Passed(U951) -- 1.0 D+1.0 L(All Spans) Design Methodology:ns� <br /> Total Load Defl.(in) 0.280 @ 6'3" 0.613 Passed(U525) -- 1.0 D+1.0 L(All Spans) <br /> • Defiectbn ttiteria:LL(U360)and TL(U240). <br /> • Bradng(Lu):All compression eclges(top and bot6om)must be braced at 12'6"o/c unless detailed ofherwise.Proper attachmeM and positlonirg of laterdl <br /> bradng is required to achieve member stabflity. <br /> 8larin� ��o0ds�4�ppplts{ihlf) <br /> �$ . Total �1v�Ralde Aequiretl :,"�e�Id ''Snow * '. t+dlai,�,.-��. . <br /> 4.. <br /> 1-Trimmer-SPF 3.00" 3.00" 1.50" 2006 1313 656 3975 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.50" 2006 1313 656 3975 None <br /> TrlbabiY Dead f�i�Y!' 'SIWw <br /> I.OadS Lomtlan ,. . -Width (0.90) ' (1:00)` (1,Y3)' Conrnanb <br /> 1-Undorm(PSF) 0 to 12'6" 3' 15.0 40A - Main level 800r load <br /> 2-Un'rform(PLF) 0 to 12'6" N/A 9p.0 - _ Main level exteriw <br /> wall load <br /> 3-Un'rform(PSF) 0 to 12'6" 2'3" 10.0 40.0 - Deck load <br /> 4-Point(Ib) 0 N/A 940 - 6� Linked from:Wdw <br /> hdr Din' Su 1 <br /> 5-Point(Ib) 12'6" N/A 940 - 656 �nked from:Wdw <br /> hdr Dini Su rt 2 <br /> W8yB1t1.8U9e1'�NO�S, .. �.. . . . .... ;:' � : �' , �° ,. . .. .� ;. `. .. . (tj)SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrarrts that the sizing of its products will be in aaordance with Weyerhaeuser product design criteria and published design values. y <br /> Weyerhaeuser expressy disclaims any otlier warranties related to the software.Refer to curreM Weyerhaeuser Ifterature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this soRware is not intended to <br /> drcumveM the need fw a design professional as determined by the authority having jurisdiction.The designer of retord,builder or framer is respon5ible to <br /> aswre that this plculation is compatible with the rnerall project.Products manufactured at Weyerhaeuser facilities are third-party certlfied ro sustainable <br /> forestry Standards. <br /> The produR application,input design loads,dimensions and support infortnadon have been provided by Plan date:06/OS/2015 <br /> � Forte Sotlware Operatw �ob Notes 8!6/2015 9:12:33 AM <br /> John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te <br /> (952)470-4803 Excelsior MN <br /> john_nelsen@lymanlumber.com #20529 08/05/2015 P8(�8 35 Of 43 <br /> I— —._._..___.... _----------- <br />